• Title/Summary/Keyword: induced ground

Search Result 916, Processing Time 0.027 seconds

Passive Control of the Vortex Shedding past a Square Cylinder with Moving Ground Part II Study of Passive Control Technique (지면 운동에 따른 정사각주 후류의 와류 유동장 수치 해석 Part II. 수동 제어 기법 연구)

  • Kim, Tae-Yoon;Lee, Bo-Sung;Lee, Dong-Ho;Kohama, Y.
    • Journal of the Korean Society for Aeronautical & Space Sciences
    • /
    • v.33 no.6
    • /
    • pp.8-14
    • /
    • 2005
  • Understanding of the flow past a bluff body close to a moving ground is very important in automobile and aeronautical fields because of aerodynamic characteristic and instability induced by unsteady vortex shedding. The passive control method that mounted the vertical and horizontal plates at the lower surface of the cylinder is studied to suppress the unsteady oscillation motion. When the grounds moves, the diminish of the shear layer on the ground promotes the interaction between the lower and the upper separated shear layers of the cylinder, hence vortex shedding occurs at the lower gap height than the stationary ground.

3D Simulation of Earthquake Ground Motion Using Locally Variable Time-Step Finite-Difference Method

  • Kang, Tae-Seob;Baag, Chang-Eob
    • Proceedings of the International Union of Geodesy And Geophysics Korea Journal of Geophysical Research Conference
    • /
    • 2003.05a
    • /
    • pp.18-18
    • /
    • 2003
  • Three-dimensional finite-difference simulation of earthquake ground motion is performed using a locally variable time-step (LVTS) scheme matching with discontinuous grids. Discontinuous grids in three directions and extension of the discontinuous grids' boundary to the free-surface in the LVTS scheme minimize the cost of both the computational memory and the CPU time for models like the localized sedimentary basin. A simplified model of sedimentary basin is dealt to show the feasibility and efficiency of the LVTS scheme. The basin parameters are examined to understand the main characteristics on ground-motion response in the basin. The results show that the seismic energy is concentrated on a marginal area of the basin far from the source. This focusing effect is mainly due to the constructive interference of the direct S-wave with the basin-edge induced surface waves. The ground-motion amplification over the deepest part of the basin is relatively lower than that above the shallow basin edge. Therefore the ground-motion amplification may be more related to the source azimuth or the direction of the incident waves into the basin rather than the depth of it.

  • PDF

Considering on the Ground Reflection Effect on the Electromagnetic Fields due to Lightning Channel

  • Izadi, Mahdi;Ab Kadir, Mohd Zainal Abidin;Hajikhani, Maryam
    • Journal of Electrical Engineering and Technology
    • /
    • v.8 no.4
    • /
    • pp.824-831
    • /
    • 2013
  • Lightning electromagnetic fields are important issues for the evaluation of lightning induced overvoltage on power lines and for setting the appropriate protection level for power networks. Such electromagnetic fields are strongly dependent on lightning return stroke currents at different heights along the lightning channel. On the other hand, the ground reflection factor due to the difference between the return stroke channel impedance and the equivalent ground impedance at channel base can have an effect on the shape of the return stroke currents by entering additional reflected currents into the channel. In this paper, the effect of the ground reflection factor on the return stroke currents at different heights along a channel and the electromagnetic fields associated with the lightning channel at close distances are considered. Moreover, the behavior of the electromagnetic fields versus the reflection factor changes and the radial distance changes are considered and the results are discussed accordingly. The results illustrate that the reflection factor has a direct relationship with the values of the electromagnetic fields while this is usually ignored in earlier studies.

Evaluation of blasting vibration with center-cut methods for tunnel excavation

  • Lee, Seung-Joong;Kim, Byung-Ryeol;Choi, Sung-Oong;Kim, Nam-Soo
    • Geomechanics and Engineering
    • /
    • v.30 no.5
    • /
    • pp.423-435
    • /
    • 2022
  • Ground vibration generated repeatedly in blasting tunnel excavation sites is known to be one of the major hazards induced by blasting operations. Various studies have been conducted to minimize these hazards, both theoretical and empirical methods using electronic detonator, the deck charge method, the center-cut method among others Among these various existing methods for controlling the ground vibration, in this study, we investigated the cut method. In particular, we analyzed and compared the V-cut method, which is commonly used in tunnel blasting, to the double-drilled parallel method, which has recently been introduced in tunnel excavation site. To understand the rock fragmentation efficiency as well as the ground vibration controllability of the two methods, we performed in-situ field blasting tests with both cut methods at a tunnel excavation site. Additionally, numerical analysis by FLAC3D has been executed for a better understanding of fracture propagation pattern and ground vibration generation by each cut method. Ground vibration levels, by PPVs measured in field blasting tests and PPVs estimated in numerical simulations, showed a lower value in the double-drilled parallel compared with the V-cut method, although the exact values are quite different in field measurement and numerical estimation.

A Study on the Rectangular-Shaped Passive Row Piles in Inclined Sand-Ground by Model Test (경사모래지반의 사각형 수동 열말뚝에 관한 실험적 연구)

  • Bae, Jong-Soon;Kim, Ji-Seong;Kwon, Min-Jae
    • Journal of the Korean Geotechnical Society
    • /
    • v.25 no.11
    • /
    • pp.39-51
    • /
    • 2009
  • This is a study on rectangular-shaped passive row piles in inclined sand-ground by model tests. The experiment controlled the angle of inclination of ground and induced the ground destruction. We also measured the behavior of row piles, by adjusting the shape, position and spacing of piles. As a result, we confirmed the earth pressure, the lateral resistance, and the effect of depressing on the ground variation working on passive pile. The effect of B-type pile of which the front width is wide is bigger than that of H-type pile of which the side width is wide. We can find out the failure angle of slope, the shared force of pile and soil by using the lateral resistance graph based on slope angle.

Behavior Analysis on Earthquake-Induced Deformation of Quay Wall and Apron in Ground at Youngilman Port Considering Drainage Condition Using FEM Analysis (FEM 해석에 의한 지반배수조건에 따른 지진 시 영일만항의 케이슨식 안벽 및 배후지의 거동 분석)

  • Lee, Hak-Ju;Kang, Gi-Chun;Hwang, Woong-Ki;Lee, Min-Sun;Kim, Tae-Hyung
    • Journal of Korean Society of Coastal and Ocean Engineers
    • /
    • v.31 no.6
    • /
    • pp.386-394
    • /
    • 2019
  • In this study, according to drainage condition (undrained and drained) in ground, the settlement and horizontal displacement of caisson quay wall and apron in Yeongilman port due to excess pore water pressure in ground induced by the magnitude 5.4 earthquake in Pohang on November 15, 2017. In general, seismic response analysis was carried out under undrained drainage condition, but in this study, drain drainage analysis was conducted to estimate displacement during earthquake as well as an additional displacement due to dissipation of excess pore water pressure after earthquake. The result of after earthquake can not be known under undrained drainage condition. Results cleary showed that the behavior of structure and ground was dependent on drainage condition in ground. Especially, based on the drained drainage condition, the additional displacement was clearly detected due to dissipation of excess pore water pressure after earthquake. Which indicates that both results are different to drainage condition in ground, and therefore, drainage condition analysis is necessary to accurately estimate the behavior of ground and structure in seismic response analysis.

A Fault Effect to Induced Voltage of Gas Pipeline in Transmission Systems (송전계통에서 고장에 따른 Gas Pipeline 유도전압 분석)

  • Kim, Hyun-Soo;Rhee, Sang-Bong;Kim, Chul-Hwan
    • The Transactions of The Korean Institute of Electrical Engineers
    • /
    • v.57 no.10
    • /
    • pp.1720-1725
    • /
    • 2008
  • Because of the continuous increasing of energy consumption, metallic pipelines are widely used to supply services to customers such as gas, oil, water, etc. Most common metallic pipelines are underground and are now frequently being installed in nearby electric power lines. In recent years, buried gas pipeline close to power lines can be subjected to hazardous induction effects, especially during single line to ground faults. because it can cause corrosion and it poses a threat to the safety of workers responsible for maintenance. Accordingly, it is necessary to take into consideration for analysis of induced voltage on gas pipelines in transmission lines. This paper analyzed the induced voltage on the gas pipelines due to the 154kV transmission lines in normal case and in different faulty case conditions using EMTP (Electro-Magnetic Transients Program).

FDTD Analsysis of Lightning-Induced Voltages on Shielded Telecommunication Cable with Multipoint Grounding

  • Ju, Jae-Cheol;Lee, Hyun-Young;Park, Dong-Chul;Chung, Nak-Sam
    • Journal of electromagnetic engineering and science
    • /
    • v.1 no.1
    • /
    • pp.88-94
    • /
    • 2001
  • In this paper, the lightning-induced voltages on shielded twisted-pair wires with multipoint grounding on cable sheath are calculated by using finite-difference time domain (FDTD) method. The equivalent single-wire line that represents a bundle of twisted-pair wires is adopted for computational efficiency. A finitely conducting ground is also taken into account in both lightning electromagnetic field calculations and surge propagation along the shielded cable for a practical simulation. It is found that multipoint additional grounding on cable sheath provides more shielding effectiveness especially in the early time response of the lightning-induced voltages. From this study, the requirements for lighting surge protection devices in a telecommunication subscriber cab1e can be established.

  • PDF

Anti-inflammatory Activity of Extracts from Ultra-Fine Ground Saururus chinensis Leaves in Lipopolysaccharide-Stimulated Raw 264.7 Cells

  • Kim, Dong-Hee;Cho, Jun-Hyo;Cho, Young-Je
    • Journal of Applied Biological Chemistry
    • /
    • v.59 no.1
    • /
    • pp.37-43
    • /
    • 2016
  • Bioactive components of ultra-fine ground Saururus, the extraction yield increases when the leaves are ultra-fine ground. Comparison of normal-ground and ultra-fine ground Saururus chinensis leaves showed that the solid content and antiinflammatory activity of ultra-fine ground extracts was higher than that of normal-ground extracts. Lipopolysaccharide (LPS)-stimulated Raw 264.7 cells were treated with different concentrations of Saururus chinensis extract and the amount of nitric oxide (NO) was determined; LPS-treated cells produced 2 times more NO than cells that were not treated with LPS. Moreover, the NO production in cells treated with Saururus chinensis extract was inhibited in a concentration-dependent manner. Because the stimulant-induced NO production is regulated by the inducible nitric oxide synthase (iNOS), we measured the iNOS protein level to elucidate the mechanism by which the NO production was inhibited. We found that the amount of iNOS decreased dose-dependently. It was reduced by 53% at a Saururus chinensis extract concentration of $100{\mu}g/mL$. The protein expression of cyclooxygenase-2 (COX-2) in LPS-treated Raw 264.7 cells was inhibited by 31% at $100{\mu}g/mL$ of Saururus chinensis extract. Gel shift of the nuclear factor kappa B-DNA complex occurred in LPS-treated cells and the intensity of the band decreased gradually in a concentration-dependent manner. Ultra-fine ground Saururus chinensis extract had a concentration-dependent inhibitory effect on the production of prostaglandin $E_2$, tumor necrosis factor ${\alpha}$, interleukin $1{\beta}$ (IL-$1{\beta}$), IL-6, and IL-8 in LPS-treated Raw 264.7 cells, i.e., at $50{\mu}g/mL$ of Saururus chinensis extract, their levels were decreased by 53, 67, 52, 37, and 21% respectively.

Consumption of Jeju Ground Water Containing Vanadium Components Enhances Hepatic Antioxidant Defense Systems in ob/ob Mice (비만 마우스 간의 항산화시스템에 대한 바나듐 함유 제주지하수의 증강효과)

  • Kim, A-Reum-Da-Seul;You, Ho-Jin;Hyun, Jin-Won
    • Journal of Life Science
    • /
    • v.22 no.1
    • /
    • pp.1-6
    • /
    • 2012
  • The present study examined the effects of consumption of Jeju ground water containing vanadium components on oxidative stress in obese (ob/ob) mice. Intake of Jeju ground water decreased the generation of oxidative stress induced-lipid peroxidation in the liver of ob/ob mice It also enhanced the enzymatic antioxidant defense system by increasing the protein expression and activity of superoxide dismutase, catalase, and glutathione peroxidase in liver tissues. Jeju ground water intake also upregulated the intracellular content of reduced glutathione. The induction of antioxidant enzyme expression by consumption of Jeju ground water was mediated by the erythroid transcription factor NF-E2 (Nrf2). Increased nuclear expression of phospho Nrf2 was observed in ob/ob mouse liver cells following ntake of Jeju ground water. These results suggest that consumption of Jeju ground water stimulated the antioxidant defense system in the livers of ob/ob mice via induction of Nrf2.